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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 工程科學及海洋工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/88259
完整後設資料紀錄
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dc.contributor.advisor蔡進發zh_TW
dc.contributor.advisorJing-Fa Tsaien
dc.contributor.author劉恩如zh_TW
dc.contributor.authorEn-Ju Liuen
dc.date.accessioned2023-08-09T16:15:12Z-
dc.date.available2023-11-09-
dc.date.copyright2023-08-09-
dc.date.issued2023-
dc.date.submitted2023-07-24-
dc.identifier.citation[1] D. Abu, "Renewable energy statistics 2021," IRENA(2021), 2021. [Online]. Available:https://mc-cd8320d4-36a1-40ac-83cc-3389-cdn-endpoint.azureedge. net/-/media/Files/IRENA/Agency/Publication/2021/Aug/IRENA_Renewable_ Energy_Statistics_2021.pdf?rev=b6e5aa20a5bc40818f55963d23ef9c5a
[2] S. Rodrigues, C. Restrepo, E. Kontos, R. T. Pinto, and P. Bauer, "Trends of offshore wind projects," Renewable and Sustainable Energy Reviews, vol. 49, pp. 1114-1135, 2015.
[3] J. Jonkman, S. Butterfield, W. Musial, and G. Scott, "Definition of a 5-MW reference wind turbine for offshore system development," National Renewable Energy Lab.(NREL), NREL/TP-5000-75698, 2009.
[4] C. Bak, Zahle, B. Frederik, R. Bitsche, Y. Taeseong, H. Anders, H. Lars Christian, B. Morten Hartvig, G. Jose Pedro Albergaria Amaral, N. Mac, and A. Natarajan, "The DTU 10-MW reference wind turbine," in Danish wind power research 2013, 2013.
[5] C. Allen, A. Viscelli, A. Viscelli, H. Dagher, A. Goupee, E. Gaertner, N. Abbas, M. Hall, and G. Barter, "Definition of the UMaine VolturnUS-S reference platform developed for the IEA Wind 15-megawatt offshore reference wind turbine," National Renewable Energy Lab.(NREL), NREL/TP-5000-76773, 2020.
[6] M. Leimeister, A. Kolios, and M. Collu, "Critical review of floating support structures for offshore wind farm deployment," in Journal of Physics: Conference Series, 2018, vol. 1104, no. 1: IOP Publishing, p. 012007.
[7] M. Karimirad and T. Moan, "Wave-and wind-induced dynamic response of a spar-type offshore wind turbine," Journal of waterway, port, coastal, and ocean engineering, vol. 138, no. 1, pp. 9-20, 2012.
[8] A. Henderson. "Floating Windfarms for Shallow Offshore Sites" [Online]. Available: https://www.researchgate.net/publication/273771463_Floating_Windfarms_for_Shallow_Offshore_Sites
[9] F. Huijs, R. de Bruijn, and F. Savenije, "Concept Design Verification of a Semi-submersible Floating Wind Turbine Using Coupled Simulations," Energy Procedia, vol. 53, pp. 2-12, 2014/01/01/ 2014, doi: https://doi.org/10.1016/j.egypro.2014.07.210.
[10] H. Fürst, D. Schlipf, M. Iribas Latour, and P. W. Cheng, "Design and evaluation of a lidar-based feedforward controller for the INNWIND. EU 10 MW wind turbine," [Online]. Available: https://elib.uni-stuttgart.de/handle/11682/8435, 2015.
[11] W. Musial, S. Butterfield, and A. Boone, "Feasibility of floating platform systems for wind turbines," in 42nd AIAA aerospace sciences meeting and exhibit, 2004, p. 1007.
[12] H. Ahn and H. Shin, "Experimental and Numerical Analysis of a 10 MW Floating Offshore Wind Turbine in Regular Waves," Energies, vol. 13, no. 10, p. 2608, 2020.
[13] G. Ferri, E. Marino, N. Bruschi, and C. Borri, "Platform and mooring system optimization of a 10 MW semisubmersible offshore wind turbine," Renewable Energy, vol. 182, pp. 1152-1170, 2022.
[14] I. R. Procedures, "ITTC Quality System Manual Recommended Procedures and Guidelines". ITTC 2021.
[15] F. Edition, J. Journée, and W. Massie, "Offshore hydromechanics," Delft University of Technology, 2001.
[16] I. R. Procedures, "Testing and extrapolation methods : Loads and responses, seakeeping. Seakeeping experiments, 7-5" ITTC, 2002.
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dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/88259-
dc.description.abstract本研究建立以IEA 15MW風機為參考對象,製作一1/100的半潛式VolturnUS-S浮台模型來進行有無波浪的條件下的起伏、俯仰與橫搖三自由度運動量測。進行自由衰減實驗,求得阻尼係數與自然頻率;進行耐海性能實驗,在不同頻率規則波中運動求得反應振幅運算子。
起伏自然衰減實驗顯示初始位移量越大,阻尼比越高,與IEA所模擬趨勢相同,自然頻率與IEA的縮尺頻率相同。
俯仰與橫搖自然衰減實驗顯示初始角度越大,阻尼比越高,與IEA所模擬趨勢相同,但高於IEA模擬的阻尼比,此乃因模型雷諾數低造成黏性效應高所致。
俯仰與橫搖自然衰減實驗不同初始角度得到之自然頻率高於IEA模擬的自然頻率,有所誤差是因模型無風機導致轉動慣量偏低所致。
耐海性能實驗結果顯示起伏、俯仰之共振頻率與自然衰減實驗所求得之自然頻率相符。
zh_TW
dc.description.abstractThis study established a 1/100 scale semi-submersible VolturnUS-S platform model based on the IEA 15MW reference wind turbine to measure the heave, pitch and roll three degrees of freedom under conditions of having or not having waves. The damping coefficients and natural frequencies were obtained by conducting free decay test. The response amplitude operators were obtained by conducting the seakeeping test with different frequency regular waves.
The results of the free decay experiments for heave showed that the higher the initial displacement, the higher the damping ratio, which is consistent with the results simulated by IEA. The natural frequency is the same as that of the scaled IEA calculated natural frequency.
The results of the free decay experiments for pitch and roll showed that the higher the initial angles, the higher the damping ratios, which are consistent with the trend simulated by IEA. However, the damping ratios are higher than those of the IEA simulated results. It may due to the low Reynolds number of the model and result in high viscous effects.
The natural frequencies of pitch and roll obtained from the free decay experiments were higher than those of the IEA simulation. It may due to the low moment of inertia of the model without the wind turbine.
The resonance frequency of heave and pitch obtained from the seakeeping test are consistent with the free decay experiments results.
en
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dc.description.tableofcontents目錄
摘要 i
Abstract ii
符號說明 viii
第一章、緒論 1
1-1研究背景與研究動機 1
1-2 文獻回顧 2
1-3研究目的與方法 3
1-4論文架構 4
第二章、模型縮尺及實驗理論 5
2-1模型縮尺 5
2-2 座標系統定義 5
2-3 運動方程式 5
2-3-1 起伏運動方程式 6
2-3-2 俯仰運動方程式 7
2-3-3橫搖運動方程式 7
2-4 自由衰減運動分析 7
2-5 轉動慣量量測 11
2-6反應振幅運算子 12
第三章、實驗程序 13
3-1實驗儀器校正 13
3-2 模型設計與量測系統 14
3-2-1 模型製作 14
3-2-2 重心量測 14
3-2-3 穩度計算與量測 15
3-2-4 靜水性能計算 15
3-3 實驗架構與程序 15
3-3-1 起伏自然衰減實驗量測架構與程序 15
3-3-2 俯仰自然衰減實驗量測架構與程序 16
3-3-3橫搖自然衰減實驗量測架構與程序 16
3-3-4耐海性能實驗量測架構與程序 17
第四章、實驗結果與討論 19
4-1 實驗結果 19
4-1-1起伏自由衰減實驗 19
4-1-2俯仰自由衰減實驗 19
4-1-3橫搖自由衰減實驗 19
4-1-4耐海性能實驗分析結果 20
第五章、結論與建議 21
5-1 結論 21
5-2 建議 21
參考文獻 22
圖 24
表 44
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dc.language.isozh_TW-
dc.subject阻尼比zh_TW
dc.subject自由衰減試驗zh_TW
dc.subject耐海性能zh_TW
dc.subject自然頻率zh_TW
dc.subject反應振幅運算子zh_TW
dc.subjectSea Keepingen
dc.subjectFree Decay Testen
dc.subjectResponse Amplitude Operator (RAO)en
dc.subjectDamping Ratioen
dc.subjectNatural Frequencyen
dc.title15MW風機之半潛式浮台之運動性能分析zh_TW
dc.titleMotion Performance Analysis of Semi-Submersible Floating Platform for 15MW Wind Turbineen
dc.typeThesis-
dc.date.schoolyear111-2-
dc.description.degree碩士-
dc.contributor.oralexamcommittee林宗岳;林恆山zh_TW
dc.contributor.oralexamcommitteeTsung-Yueh Lin;Hen-Shan Linen
dc.subject.keyword自由衰減試驗,耐海性能,自然頻率,阻尼比,反應振幅運算子,zh_TW
dc.subject.keywordFree Decay Test,Sea Keeping,Natural Frequency,Damping Ratio,Response Amplitude Operator (RAO),en
dc.relation.page47-
dc.identifier.doi10.6342/NTU202302017-
dc.rights.note同意授權(限校園內公開)-
dc.date.accepted2023-07-25-
dc.contributor.author-college工學院-
dc.contributor.author-dept工程科學及海洋工程學系-
dc.date.embargo-lift2028-07-24-
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